Field of the invention
[0001] The invention relates generally to synthetic sport surfaces such as, for example,
tennis courts, and, more particularly, to a multi-layer sport surface with passive
temperature control.
Background and related art
[0002] Many outdoor sport surfaces, e.g., tennis courts, are comprised of asphalt or concrete
pavement. Such surfaces can rapidly overheat during sunny and warm days.
[0003] The general concept of using a phase change material ("PCM") to cool various surfaces
is known. For example, patent document
WO2019004827A1 describes a system for manufacturing a floor structure which comprising a plurality
of PCM panels connected to each other to form a hard floor surface. Patent publication
US20092231100A1 describes a tile structure comprising a PCM component for athletic training centers.
US20130199755A1 describes an infill for artificial turf comprising PCM components to reduce the heat
buildup on or near the artificial turf.
KR102149423B1 describes a filler for an artificial turf comprising PCM components to reduce the
heat buildup on or near the artificial turf. It also discloses sandblasting layer
comprising silica sand in the turf system.
[0004] Despite the above and other rather limited attempts to use PCMs for cooling sport
surfaces, up to now there has not been a solution that has gained wide acceptance
in the market place. Hence, further improvements are needed for providing a cooling
solution for hard sport surfaces made of asphalt or concrete with satisfactory performance
characteristics in varying weather conditions over an extended period of time.
Summary of the invention
[0005] The present invention relates to a floor pavement structure with passive temperature
control. In accordance with the invention, a phase change material is mixed into the
floor pavement structure to cool the floor pavement structure when exposed to intensive
sunshine during a game. The ground serves as a heat sink such that the phase transition
is reversed for another usage cycle. The phase transitions are hysteresis like.
[0006] More specifically, the present invention provides a floor pavement structure employing
a PCM containing structure, and methods of forming the floor pavement structure for
a sport surface as defined in the independent claims. Various embodiments of the present
invention are given in the dependent claims. Embodiments of the present invention
can be freely combined with each other if they are not mutually exclusive.
[0007] Embodiments of the present invention provide new, improved solutions to the above
problems associated with the prior art. According to a first aspect of the present
invention a floor pavement structure for a sport playing surface is provided, the
floor pavement structure comprising a top layer, and at least one heat conductive
sub-layer disposed between the top layer and a substrate. The heat conductive materials
may include graphite, or graphene or a combination thereof for improved heat conductivity
between the substrate and the top layer. Preferably the top layer may comprise a phase
change material (PCM) for improving the cooling of the pavement structure. The combination
of the heat conductive sub-layer and the PCM on the outermost top layer of the floor
structure has been found to be particularly advantageous in preventing the surface
of the pavement structure from overheating.
[0008] According to a preferred embodiment of the present invention a floor pavement structure
for a sport playing surface is provided, the floor pavement structure comprising at
least one PCM layer, preferably at least two PCM layers and at least one heat conductive
sub-layer, wherein the at least two PCM layers each comprise at least one PCM, and
wherein the heat conductive sub-layer comprises at least one heat conductive material.
The heat conductive materials may include graphite, or graphene or a combination thereof.
[0009] The amount of the at least one PCM in each of the at least two PCM layers may be
the same or different. The melting point of the at least one PCM in each of the at
least two PCM layers may be the same or different.
[0010] The PCM structure can be applied on a hard floor sport surface such as a tennis court
with the heat conductive sub-layer applied over the hard floor surface layer and the
at least two PCM layers applied over the heat conductive sub-layer. The at least two
PCM layers may be identical or may be different in the type and amount of the at least
one PCM used. In an embodiment, a PCM layer with a higher amount of PCM may be formed
above the PCM layer with a lower amount of PCM, and may be a top layer of the floor
pavement structure. Higher amount of PCM as the term is used here means higher percentage
by weight of PCM based of the total weight of the PCM layer.
[0011] It has been unexpectedly found that employing at least two PCM layers with different
PCM amounts by weight and or melting points is advantageous because it allows a more
effective utilization of the PCM and more effective cooling by absorbing the heat
generated during hot sunny days. For example, use of different PCMs by type (different
melting point) or amount may allow the floor surface to be tuned to have better performance
depending upon the anticipated surface temperature reduction requirement. For example,
for floor surfaces with darker colour, PCMs with higher melting point may be used
to achieve similar cooling effect compared to floor surfaces with lighter colours.
[0012] Moreover, adding the heat conductive sub-layer allows the PCM cooling structure to
operate as a reversible heat pump wherein heat from the ground can be effectively
transferred through the heat conductive sub-layer to the top PCM layers.
[0013] In some embodiments, the top layer of the pavement structure comprises a first and
a second PCM layers, the second PCM layer being disposed on the first PCM layer, wherein
the first PCM layer comprises at least one first PCM, and the second PCM layer comprises
at least one second PCM. The second PCM layer may be the top layer of the floor pavement
structure.
[0014] In some embodiments, the at least one first and second PCMs are dispersed within
first and second acrylic materials, respectively, the heat conductive material is
dispersed within a polyurethane (PU) or acrylic resin material, and the heat conductive
material comprises graphite, graphene or a combination thereof.
[0015] The at least one first and second PCMs may be the same or different, and may have
a melting point from 15 °C to 45 °C, preferably 25 °C to 40 °C, and more preferably
25 °C to 37 °C. In some embodiments, the amount of the PCM in the first PCM layer
may be at least 5.0 %, in particular 10 to 30 %, and more in particular 10 to 25 %
less than the amount of the PCM in the second PCM layer.
[0016] In some embodiments, the at least one heat conductive sub-layer includes a primer
layer or a filler layer or a combination thereof. The amount of the graphene or the
graphite or of the combination of graphene and graphite may be from 6.0 to 24 % by
weight in particular from 7.0 to 17.0 % by weight, and more in particular from 10.0
to 14.0 % by weight based on the total weight of the heat conductive sub-layer.
[0017] The PCM may be in an amount of from 5.0 to 12.5 % by weight, in particular from 6.0
to 10.0 % by weight, and more in particular from 7.0 to 9.0 % by weight based on a
total weight of the at least one PCM layer.
[0018] The at least one top layer may have a height of 200 µm to 800 µm, in particular 400
µm to 600 µm, and more in particular 450 µm to 550 µm.
[0019] The heat conductive sub-layer has a height of 5 µm - 500 µm, 50 µm - 300 µm, preferably
100 µm - 150 µm.
[0020] In some embodiments, the at least one first PCM and the at least one second PCM are
the same PCM and are used in the same amount.
[0021] In some embodiments, the floor pavement sub-layers may comprise a gel layer, a barrier
layer, and optionally a structure layer. The gel layer may be a polyurethane (PU)
gel layer comprising a solid polyurethane polymer matrix and a liquid plasticizer,
the liquid plasticizer being a vegetable oil or a derivative of vegetable oil or a
mixture of a vegetable oil and a derivative of vegetable oil. The barrier layer may
be disposed between the PU gel layer and the at least one PCM layer. The structure
layer may be disposed between the at least one heat conductive sub-layer and the top
layer, and the PU gel layer may be disposed between the at least one heat conductive
sub-layer and the top layer.
[0022] The floor pavement structure may preferably not comprise PCM in any of the plurality
of sub-layers.
[0023] The at least one first PCM and the at least one second PCM are paraffin-based materials
comprising 50-65 wt% paraffin wax, and are preferably encapsulated inside microcapsules
or macrocapsules, each macrocapsule containing a plurality of microcapsules, and/or
the at least one first PCM and the at least one second PCM contain a PCM within a
secondary supporting structure of hydrophilic silica powder that keeps the PCM solid
in its macroscopic form.
[0024] The macrocapsules may have a particle size of 200 to 800 micrometers, preferably
200 to 400 micrometers, and more preferably 200 to 400 micrometers. The microcapsules
may have a particle size of 15 to 30 micrometers.
[0025] In some embodiments, the heat conductive material is a nano-graphite composite with
the content of nano-graphite ranging from 5.0 to 15.0 % by weight, in particular 8.0
to 12.0 % by weight, and more in particular 9.0 to 11.0 % by weight based on the total
weight of the heat conductive sub-layer PCM composition, and wherein the thermal conductivity
increases gradually with the content of the nano-graphite.
[0026] Another aspect of the present invention is directed to a method of constructing a
floor pavement structure, the method comprising applying a first reaction mixture
comprising a heat conductive material dispersed therein on top of a substrate and
letting the applied reaction mixture to form a heat conductive sub-layer, and after
the formation of the heat conductive sub-layer, forming a top layer over the heat
conductive sub-layer. The heat conductive material may comprise graphite, graphene
or a combination thereof.
[0027] Preferably, the forming of the top layer includes forming a first PCM layer containing
at least one first PCM over the heat conductive sub-layer, and after the formation
of the first PCM layer, forming a second PCM layer containing at least one second
PCM over the first PCM layer.
[0028] The first reaction mixture may be a PU reaction mixture and the heat conductive sub-layer
may be a primer or a filler layer. The forming of the first PCM layer may include
applying a first acrylic emulsion containing the at least one first PCM and letting
the applied first acrylic emulsion to form the first PCM layer over the primer layer.
The forming of the second PCM layer may include applying a second acrylic emulsion
containing the at least one second PCM and letting the applied second acrylic emulsion
to form the second PCM layer over the first PCM layer.
[0029] The at least one first and second PCMs may be the same or different and may have
a melting point from a melting point from 15 °C to 45 °C, preferably 25 °C to 40 °C,
and more preferably 25 °C to 37 °C.
[0030] In some embodiments, the amount of the PCM in the first PCM layer may be at least
5.0 %, in particular 10 to 30 %, and more in particular 10 to 25 % less than the amount
of the PCM in the second PCM layer.
[0031] The method may further comprise, after the heat conductive sub-layer is formed and
before forming the first PCM layer, applying a reaction mixture of a PU matrix and
a liquid plasticizer on the heat conductive sub-layer and letting a PU gel layer form
with the plasticizer within the PU gel layer, and after the forming of the PU gel
layer is completed, applying a barrier layer on top of the PU gel layer; wherein the
application of the first PCM layer is applied on the barrier layer.
[0032] Adding the polyurethane (PU) gel layer in the pavement structure may improve the
shock absorption characteristics of the pavement structure.
[0033] A "PU gel" as this term is used herein refers to an elastic, jelly-like polyurethane
material that comprises a liquid. It can be a dilute cross-linked system, which exhibits
basically no flow when in the steady-state. By weight, a gel is mostly liquid, yet
behaves like a solid due to a three-dimensional cross-linked network of PU polymer
cells within the liquid. It is the cross-linking within the fluid that gives a gel
its structure (hardness) and contributes to the adhesive stick (tack). Thus, a gel
is a dispersion of molecules of a liquid, within a solid network of PU cells in which
the solid is the continuous phase and the liquid is the discontinuous phase. The liquid
used for providing the gel-like properties of the PU gel layer is a "softening agent".
The gel can consist of a solid three-dimensional network that spans the volume of
the whole gel layer and ensnares it through surface tension effects. This internal
network structure may result from chemical bonds, i.e., may be caused by the polymerization
reaction that creates the PU in an on-site PU polymerization process. According to
embodiments, vegetable oils are used as "softening agents" and "plasticizers". The
resulting gel is thus an oil-based gel.
[0034] Both by weight and volume, the gel thus may exhibit densities similar to those of
the vegetable oil used for its creation.
[0035] Polyurethanes are produced by mixing two or more liquid streams, a polyol stream
(also referred to as 'B component') and the isocyanate stream (also referred herein
as 'A component'). According to embodiments, the polyol stream contains catalysts,
surfactants, blowing agents and so on. This mixture might also be called a 'resin'
or 'resin blend' or 'reaction mixture'. The reaction mixture may further comprise
chain extenders, cross linkers, surfactants, flame retardants, blowing agents, pigments,
and fillers.
[0036] A "softening agent" or "softener" as used herein is a substance that is added to
another substance to increase softness.
[0037] A "plasticizer" as used herein is a substance that increases the plasticity or viscosity
of a material. Plasticizers for plastics are additives, most commonly phthalate esters
in PVC applications giving this material improved flexibility and durability. A "vegetable
oil" is a natural, plant-based oil and is preferably used as a plasticizer because
it is a biodegradable, and non-toxic material.
[0038] These and other features and advantages of the present invention will become better
understood from the following detailed description of the invention in conjunction
with the accompanying drawings.
Brief Description of the Drawings
[0039] In the following, embodiments of the invention are explained in greater detail, by
way of example only, making reference to the drawings in which:
Figure 1 illustrates a floor pavement structure according to some embodiments of the
present invention comprising first and second PCM layers and a primer layer with a
heat conductive material.
Figure 2 illustrates another floor pavement structure according to some embodiments
of the present invention comprising first and second PCM layers and a filler layer
with a heat conductive material.
Figure 3 illustrates another floor pavement structure according to some embodiments
of the present invention comprising first and second PCM layers, a primer layer and
a filler layer with a heat conductive material.
Figure 4 illustrates another floor pavement structure according to some embodiments
of the present invention comprising first and second PCM layers, a primer layer with
a heat conductive material, and a polyurethane (PU) gel layer.
Figure 5 illustrates another floor pavement structure according to some embodiments
of the present invention comprising first and second PCM layers, a primer layer with
a heat conductive material, a polyurethane (PU) gel layer, a barrier layer, and a
structure layer.
Figures 6-9 are simplified flow charts of methods for making the floor pavement structures
according to embodiments of the present invention.
Detailed Description of the Invention
[0040] Referring now to Figure 1, an example of a floor pavement structure 100 is provided
according to some embodiments of the present invention. The floor pavement structure
100 comprises at least one top PCM layer 101, 102 containing at least one PCM for
passive temperature control of the temperature of the floor pavement structure 100.
The floor pavement structure also contains at least one heat conductive sub-layer
that is adjacent to a substrate of the floor pavement structure for the effective
transfer of heat to and from the ground and between the at least one top PCM layer
and the ground. The PCM cooling structure can cool the floor pavement structure 100
in sunny warm days and prevent or reduce the likelihood of ice formation in cold freezing
weather. In accordance with the invention, at least one PCM is mixed into the floor
pavement structure 100 to cool the floor pavement structure 100 when exposed to intensive
sunshine during a game. The ground serves as a heat sink such that the phase transition
is reversed for another usage cycle. Thus, the floor pavement structure together with
the ground functions as a reverse heat pump with hysteresis.
[0041] The floor pavement structure 100 may be, for example, a surfacing system for tennis
courts, basketball courts, playgrounds, handball courts, soccer fields, and more.
In some embodiments, the floor pavement structure 100 may be used as an outdoor floor
pavement structure while in other embodiments it may be used as an indoor floor pavement
structure 100. According to some embodiments, the floor pavement structure 100 may
be used as a floor pavement structure of parks, schools, and private homes.
[0042] The floor pavement structure 100 may comprise a substrate 110, and the at least one
top PCM layer disposed over the substrate 110. The at least one top PCM layer may
comprise first and second PCM layers 101 and 102 (hereinafter referred to as the first
and second PCM top coats or first and second PCM layers). The floor pavement structure
100 may further comprise at least one heat conductive sub-layer 108 containing a heat
conductive material. The heat conductive sub-layer 108 may be a primer layer 108 containing
the heat conductive material.
[0043] The substrate 110 may be a single or multilayer structure used as a floor of hard
courts for various sports such as, for example, tennis, basket-ball, soccer court,
and the like built on concrete or asphalt. For example, the substrate 110 may be a
concrete substrate. A concrete substrate as this term is used herein includes concrete
and concrete-based substrates comprising concrete mixtures or concrete composite materials
comprising concrete and one or more additional materials used in hard floors of sport
courts.
[0044] As another example, the substrate 110 may be an asphalt substrate. An asphalt substrate
as this term is used herein includes asphalt and asphalt-based substrates comprising
asphalt mixtures or asphalt composite materials comprising asphalt and one or more
additional materials used in hard floors of sport courts.
[0045] The first and second PCM layers 101, 102 may be applied as the top layers of the
floor pavement structure and may serve to control the floor pavement structure temperature
and for sealing the floor pavement structure to prevent rain from penetrating inside
the floor pavement structure. In some embodiments, the at least one top PCM layer
may also serve as a cushioning and/or coloring coating. Any suitable cushioning and/or
coloring materials may be used. In some embodiments, a separate cushioning layer (also
referred to as a shock absorption layer) may be applied between the top PCM layer
and the substrate 110 for providing added cushioning to the floor pavement structure.
An example of such structure is shown in Figures 4 to 6.
[0046] The first and second PCM layers 101, 102 may each comprise at least one PCM, preferably
at least two PCMs, and most preferably at least three PCMs. When at least two PCMs
or at least three PCMs are used, the PCMs may be selected to have different melting
points within a desired range in order to provide improved temperature control of
the floor pavement structure.
[0047] The first and second PCM layers 101, 102 may each comprise from 4.0 to 10.0 % by
weight, in particular from 5.0 to 9.0 % by weight, and more in particular from 6.0
to 8.0 % by weight based on a total weight of each PCM layer on a wet basis. On a
dry basis. i.e., after application and drying of the water, the first and second PCM
layers 101, 102 may each comprise from 5.0 to 12.5 % by weight, in particular from
6.0 to 10.0 % by weight, and more in particular from 7.0 to 9.0 % by weight based
on a total weight of each PCM layer.
[0048] In some embodiments, the PCM in each of the first and second PCM layers 101 and 102
may be from 6.5 to 7.5 % by weight based on the total weight of each PCM layer on
a wet basis, or from 7.5 to 8.5 % by weight on a dry basis.
[0049] Each of the first and second PCM layers 101, 102 may be an acrylic latex layer, a
styrolbutadiene (also known as styrenebutadiene) layer or a layer that is based on
a combination of acrylic latex and carboxylated styrolbutadiene. Each of the first
and second PCM layers 101, 102 may comprise a significant portion (e.g., more than
40% or even more than 60% of its weight) of filling materials such as sand and/or
chalk which improve the surface roughness and the grip.
[0050] The first and second PCM layers may each have a height (also referred to as thickness)
of 100 µm to 400 µm, in particular 200 µm to 300 µm, and more in particular 225 µm
to 275 µm. In some embodiments the first and second PCM layers may each have a height
of 250 µm. Hence, when two PCM layers are used the total height of the PCM layers
combined may be 200 µm to 800 µm, in particular 400 µm to 600 µm, and more in particular
450 µm to 550 µm.
[0051] The first and second PCM layers 101 and 102 may comprise the same PCM but in different
amounts with the amount of the PCM in the second PCM layer 102 being higher (or greater)
than the amount of the PCM in the first PCM layer 101. For example, the amount of
the PCM in the first PCM layer 101 may be at least 5.0 %, in particular 10 to 30 %,
and more in particular 10 to 25 % less than the amount of the PCM in the second PCM
layer 102. The amount of the PCM in the first PCM layer 101 refers to the weight of
the PCM over the weight of the total material of the first PCM layer 101. The amount
of the PCM in the second PCM layer 102 refers to the weight of the PCM over the weight
of the total material of the second PCM layer 102.
[0052] Decreasing the PCM content from a higher amount at the outermost second PCM layer
102 towards the innermost layer of the first PCM layer 101 may improve utilization
of the PCM employed for removing heat when the temperature rises at the melting point
of the PCM while keeping the temperature of the floor pavement structure 100 from
rising above a desired temperature range. It may be also advantageous in returning
the PCM back to its solid phase when the temperature drops, thus releasing heat to
maintain the temperature of the floor pavement structure 100 from dropping significantly.
Thus, this configuration with the PCM gradient between the two layers may be advantageous
for controlling the temperature of hard floor pavement structures for sport courts
within a desirable temperature range.
[0053] In some embodiments, the first and second PCM layers 101 and 102 may include a first
PCM and a second PCM respectively, wherein said first and second PCMs may be different
and may have different melting points. For example, the first PCM and second PCM or
PCMs may be selected to have different melting points. The first PCM in the first
PCM layer 101 may have the lower melting point. The amount of the first and second
PCM in each layer may differ. For example, the first PCM layer 101 may have a lower
amount of the first PCM than the amount of the second PCM in the second PCM layer
102. For example, the amount of the first PCM layer in the first PCM layer 101 may
be at least 5.0 % by less, in particular 10 to 30 %, and more in particular 10 to
25 % less than the amount of the second PCM in the second PCM layer 102.
[0054] In some embodiments, the first and second PCM layers 101, 102 may each comprise two
PCMs, and the total amount of the two PCMs in each layer may be different, with the
total amount of the two PCMs being less in the first PCM layer 101 than in the second
PCM layer 102.
[0055] In some embodiments, the first and second PCM layers 101, 102 may each comprise three
PCMs, and the total amount of the three PCMs in each layer may be different, with
the total amount of the three PCMs being less in the first PCM layer 101 than in the
second PCM layer 12.
[0056] According to some embodiments, the PCM layers may be acrylic emulsions comprising
besides the PCM, pigments and sand. This may be advantageous as the sand gives the
surface of the material the rough feel and touch of a sandy court, e.g., a tennis
court, whereby the sand grains are firmly fixed in the hardened acrylic emulsion of
the PCM layers. Using multiple layers of the PCM layers may increase the amount of
PCM and sand added to the pavement structure and, thus, may increase the cooling characteristic
and the surface roughness, grip and robustness of the pavement structure. It may also
allow varying the type of PCMs and their melting points in each layer which may further
improve temperature control of the floor pavement structure.
[0057] The primer layer 108 may be a heat conductive sub-layer comprising a heat conductive
material. The heat conductive material may preferably be graphite, graphene or a combination
thereof. In some embodiments, the graphite may be nano-graphite. The primer layer
108 may be disposed between the first PCM layer 101 and the substrate 110. The primer
layer 108 may also be adapted for improving adhesion of the multilayer PCM cooling
structure to the substrate. The PCM cooling structure refers to the PCM layers plus
any sub-layer including the heat conductive sub-layer disposed between the substrate
and the PCM layers.
[0058] The amount of the graphene or the graphite or of the combination of graphene and
graphite in the primer layer 108 may be from 4.0 to 20 % by weight, in particular
from 6.0 to 14.0 % by weight, and more in particular from 8.0 to 12.0 % by weight
based on the total weight of the heat conductive sub-layer on a wet basis. On a dry
basis, the amount of the graphene or the graphite or of the combination of graphene
and graphite in the primer layer 108 may be from 6.0 to 24 % by weight, in particular
from 7.0 to 17.0 % by weight, and more in particular from 10.0 to 14.0 % by weight
based on the total weight of the filler layer.
[0059] In some embodiments, the graphene or graphite or the combination of graphene and
graphite in the primer layer 108 may be from 11.0 to 12.0 % by weight based on the
total weight of the primer layer 108 on a dry basis. In some embodiments, the heat
conductive material may comprise nano-graphite. It has been observed that the thermal
conductivity of the primer layer 108 increases gradually with the content of the nano-graphite.
[0060] According to embodiments, the primer layer is a layer of at least one coat of synthetic
resin with the heat conductive material mixed therein.
[0061] According to some embodiments, the primer layer may be a polyurethane layer with
the heat conductive material dispersed homogeneously therein and may be basically
free of plasticizer.
[0062] In some embodiments, the synthetic resin may be an acrylic resin or an epoxy resin
polymer.
[0063] In some embodiments the primer layer may be a tacky acrylic emulsion with the heat
conductive material dispersed homogeneously therein. In the embodiments of figures
4-6 where the PCM cooling structure also comprises a PU gel layer 106, the primary
layer 108 is preferably free of compatibilizer. However, for those embodiments where
the PU gel layer 106 is not used, the primer layer may include a compatibilizer for
improving the adhesion between the primer layer 108 and the first PCM layer 101. The
compatibilizer may be, for example, ethylene glycol which promotes adhesion between
acrylate and PU. The ethylene glycol may be optionally comprised in the primer layer
in an amount of at least 0.5%, preferentially about 1% by weight of the primer layer
on a dry basis.
[0064] Preferably the A and B components of the primer layer PU are chosen such that the
PU is a non-foamed PU that can be sprayed or painted on the substrate 110. The primer
layer 108 may improve the adhesion of the PCM structure to the substrate 110.
[0065] In the primer layer 108 the graphene and/or graphite may be homogeneously mixed with
the main material, e.g., the acrylic primer material. The primer layer 108 improves
heat transfer between the PCM layers 101 and 102 and the substrate 110. The primer
layer 108 may also seal and fill in any cracks of the substrate.
[0066] Referring again to figure 1, in another embodiment, the primer layer 108 and the
substrate may be as discussed above, but each of the first and second PCM layers 101
and 102 may each have three PCMs with staggered melting points selected to keep the
floor surface within a desirable temperature. For example, the three PCMS may be selected
to have staggered melting points ranging from 15 °C to 45 °C, preferably 25 °C to
40 °C, and more preferably 25 °C to 37 °C. The first, second, and third PCMs may be
used in the same or different amounts.
[0067] The amount of the total PCM, i.e., all three PCMs, in each of the first and second
PCM layers may be from 4.0 to 10.0 % by weight, in particular from 5.0 to 9.0 % by
weight, and more in particular from 6.0 to 8.0 % by weight based on the total weight
of each PCM layer on a wet basis. On a dry basis, i.e., after application and drying
of the water, the amount of the total PCM, i.e., all three PCMs, in each of the first
and second PCM layers 101, 102 may be from 5.0 to 12.5 % by weight, in particular
from 6.0 to 10.0 % by weight, and more in particular from 7.0 to 9.0 % by weight based
on a total weight of each PCM layer. In some embodiments, the total amount of the
three PCMs in each of the first and second PCM layers 101 and 102 may be from 6.5
to 7.5 % by weight based on the total weight of each PCM layer on a wet basis, or
from 7.5 to 8.5 % by weight on a dry basis.
[0068] Referring now to Figure 2, a floor pavement structure 200 is provided that is similar
to the floor pavement structure 100 of figure 1 except that the primer layer 108 is
replaced with a filler layer 109. The filler layer 109 may also include the heat conductive
material. The amount of the graphene or the graphite or of the combination of graphene
and graphite in the filler layer 109 may be from 4.0 to 20 % by weight in particular
from 6.0 to 14.0 % by weight, and more in particular from 8.0 to 12.0 % by weight
based on the total weight of the filler layer on a wet basis. On a dry basis, the
amount of the graphene or the graphite or of the combination of graphene and graphite
in the filler layer 109 may be from 6.0 to 24 % by weight in particular from 7.0 to
17.0 % by weight, and more in particular from 10.0 to 14.0 % by weight based on the
total weight of the filler layer. Generally, the filler layer 109 may be adapted to
fill gaps in the substrate 110 and may thus be sufficiently fluid in ambient temperature
to allow it to pass within any gaps or pores of the substrate 110. The filler may
for example, comprise any suitable acrylic-based filler or an epoxy-based filler.
Hence, the filler layer is used to smooth out rough substrates. An example of a rough
substrate is aged asphalt which has lost a portion of the aggregate. In some embodiments,
the filler may be comprised of an acrylic or SBR latex, mineral fillers, rheology
modifiers, pigment, water.
[0069] Referring now to figure 3, a floor pavement structure 300 is provided according to
another embodiment of the present invention. The floor pavement structure 200 may
have the same structure and employ the same materials for the first and second PCM
layers and the substrate 110, however, it comprises both a primer 108 and a filler
layer 109 both including the heat conductive material as described above for the embodiments
of figures 1 and 2.
[0070] The filler layer 109 may also include the heat conductive material in an amount that
is the same as in the primer layer 108. The filler may also comprise, for example,
of an acrylic or SBR latex, mineral fillers, rheology modifiers, pigment, and water.
[0071] Referring now to figure 4, a floor pavement structure 400 is provided which in addition
to the layers of figure 1 includes a PU gel layer 106 disposed between the first PCM
layer 101 and the primer layer 108. The PU gel layer 106 comprises a solid polyurethane
polymer (PU) matrix 212 and a liquid component that is a plasticizer 214. This may
have the advantage that a high shock absorption rate of 20% and more can be achieved.
Thus, very good balance of physical properties needed for the performance of a shock
absorbing pavement, e.g., sports surfaces, may be achieved over a wide range of temperatures
and a wide range of substrate materials. High shock absorption rates are required
for many types of sports grounds, in particular tennis courts and running tracks.
[0072] According to embodiments, the plasticizer may be a triglyceride or may comprise of
one or more triglycerides by more than 50% of its weight. The triglyceride may be
a mixture of multiple different triglycerides. The triglycerides may comprise, for
example, stearin derived from stearic acid, palmitin derived from palmitic acid, linseed
oil (rich in di- and tri-unsaturated fatty acid components) and others.
[0073] According to embodiments, the triglyceride is selected from a group comprising tristearate,
tripalmitate, trioleate, trilinoleate, triricinoleate or a mixture of two or more
of the foregoing. A triglyceride (TG, triacylglycerol, TAG, or triacylglyceride) is
an ester derived from glycerol and three fatty acids (tri- + glyceride). The vegetable
oil used as the plasticizer may consist of one or more triglycerides or may comprise
one or more triglycerides as major component. In triglycerides, the hydroxyl groups
of the glycerol join the carboxyl groups of the fatty acids to form ester bonds.
[0074] The 17triglycerides may be unsaturated triglycerides, e.g., unsaturated or polyunsaturated
triglycerides derived e.g., from linoleic acid). Saturated fats are "saturated" with
hydrogen, i.e., all available places where hydrogen atoms could be bonded to carbon
atoms are occupied. Unsaturated fats have double bonds between some of the carbon
atoms, reducing the number of places where hydrogen atoms can bond to carbon atoms.
Using unsaturated triglycerides may be advantageous as these triglycerides have a
lower melting point and are more likely to be liquid at low temperatures.
[0075] According to embodiments, the plasticizer may be a vegetable oil or a mixture of
multiple different vegetable oils.
[0076] According to the embodiment of Figure 4, the floor pavement structure 400 may further
comprise a barrier layer 103 between the PU gel layer 106 and the first PCM layer
101 for preventing the plasticizer of the PU gel layer from leaving the PU gel layer
106 into the first PCM layer 101.
[0077] Using a barrier layer 103 may be advantageous as the life expectancy of the pavement
structure may be increased. The barrier layer 103 may prevent the plasticizer from
leaving the gel layer and thus prevent the gel layer from becoming brittle and less
elastic. Thus, the shock absorbing properties of the gel layer may be maintained over
many years also under extreme conditions like extreme low temperatures in winter and
direct sunlight and high temperatures in summer.
[0078] For example, the barrier layer 103 may be a layer of synthetic resin and may comprise
an amount of more than 40% of a water-based acrylic at the moment of applying the
layer onto the PU gel layer 106. When the water has evaporated from the barrier layer
103, the acrylic fraction of the barrier layer may exceed 80% by weight of the barrier
layer 103. The synthetic resin may be preferentially selected from a group comprising
acrylic latex, styrolbutadiene and combination of acrylic latex and carboxylated styrolbutadiene.
The barrier layer 103 may also comprise ethylene glycol as a compatibilizer adapted
to promote adhesion of the top layer to the gel layer.
[0079] According to some embodiments, the substances used for generating the pavement structure
are provided in the form of a sports surfacing system that can be customized to different
temperature ranges, different appearance, and different use case scenarios. For example,
the top layer may be an acrylic emulsion consisting besides the PCM, sand, pigments
and optionally PU polymers that can be blended into a highly concentrated form that
is highly wear resistant.
[0080] According to embodiments, the pavement structure comprises only one or more coatings
of the primer layer, the gel layer, the barrier layer and one or more coatings of
the top layer. In addition, or alternatively, the pavement structure is basically
free of any air-filled foams or air-filled layers comprising elastic granules (e.g.,
rubber granules). This may be advantageous as it has been observed that pavement structures
comprising an air-filled layer with elastic granules may be more susceptible to wear
and tear by mechanical stress than pavement structures comprising only a gel layer
as elastic element. As a given volume of air (e.g., in a PU polymer bubble or in the
inter-granule space of a rubber granule layer) is compressed much stronger by a given
pressure than a liquid, e.g., oil, the mechanical deformation of the PU foam and of
any layer contacting the air-filled PU foam layer may be much higher in case the elastic
layer comprises air rather than oil. This may result in an increased wear and tear
of pavement structures comprising an air-filled elastic layer rather than oil-filled
elastic layer.
[0081] The generated pavement structure is a resilient, multi-layered structure with passive
temperature control designed to give added comfort, and cushioning and comfortable
surface temperature even in very hot sunny days for an enjoyable playing experience.
[0082] According to some embodiments (not shown), the pavement structure may comprise EPDM
(ethylene-propylene-diene) rubber particles application designed to increase shock-absorbing
properties of the structure. Preferentially, the EPDM rubber particles may be embedded
in a top layer that consists of non-foamed polyurethane that is directly applied onto
the gel layer.
[0083] Before the surfacing system is applied the base material, e.g., concrete or asphalt,
needs to be prepared properly, e.g., may be cleaned from dust and moisture. Asphalt
and concrete substrates may be allowed to cure a minimum of 30 days before application
of any coatings. The primer may be applied to 5-day old concrete substrates. The substrate
may then be cleaned and dried before the different layers are applied. The surface
of the substrate is inspected to ensure that is substantially free of grease, oil,
dust, dirt, and other foreign matter before any coatings are applied.
[0084] Preferentially, the surface and air temperatures should be at least 10 °C and rising
for applying the individual layers. Once the surface has been thoroughly cleaned and
is free of all loose material, dirt, or dust, the court is flooded and allowed to
drain a minimum of 30 minutes and a maximum of 1 hour. Any area that holds water in
depth greater than 1/15 inch shall be outlined and patched with the primer.
[0085] Accordingto embodiments, the primer is mixed by pouring the "B" component into the
"A" component (B and A components refer to the isocyanate and polyol components of
a PU reaction mixture) and mixing using a low-speed jiffy mixer (400 to 600 rpm) for
2 minutes. At the same time of adding the A and B components of the PU reaction mixture,
the heat conductive material (e.g., graphite, or graphene, or a combination thereof
is added while mixing. The heat conductive materials could be added on site or factory
blended prior to dispatch. The mixed primer with the heat conductive material is applied
on the substrate using, for example, a medium nap roller to achieve a total coverage
of approximately 0.030 gal/yd
2 (0.15 kg/m
2 - 300 ft
2/gal).
[0086] Optionally, 40 to 60 mesh silica sand is applied onto the wet primer at the rate
of 5 pounds per 100 sq. ft. (0.24 kg/m
2) to create a rough texture. Allow 5 to 6 hours drying time before proceeding with
applying additional layers on top of the primer layer.
[0087] According to the embodiment of figure 4, for forming the PU gel layer, a polyurethane
reaction mixture comprising a liquid plasticizer is applied on the primer layer 108
in one or more lanes using a vehicle. The polyurethane reaction mixture can be applied
directly on top of primer layer that has been applied previously to seal the ground
and, also, improve heat conductivity to and from the ground.
[0088] In case multiple lanes of the gel layer are applied, the lanes are arranged adjacent
to each other and a side edge of a first lane is in contact with a side edge of an
adjacent second lane of the reaction mixture that generates a PU polymer matrix soaked
with the plasticizer as the PU gel layer.
[0089] According to embodiments, the PU reaction mixture that is applied on top of the primer
layer is generated in a method comprising providing polyurethane reactive components
and the plasticizer. The reactive components comprise an isocyanate component and
a polyol component. Then the method may further comprise:
mixing the polyurethane reactive components, wherein the reactive components and/or
the composition of the plasticizer can be chosen in dependence on environmental parameters,
e.g., the typical temperature range at the installation site, and
mixing the isocyanate component and the polyol component and the liquid plasticizer.
For example, a mixing unit of the vehicle can be used for the mixing step applying
one or more lanes of the reaction mixture comprising the plasticizer to a ground using
an application unit connected to the mixing unit.
[0090] The barrier layer 103 may have a height of 5 µm - 300 µm, preferably a height of
20 µm-200 µm, more preferably a height of 50 µm - 100 µm. This may be advantageous
as this layer thickness may successfully prevent the oil in the gel layer from evaporating
and leaving the surface structure in direction of the top layer.
[0091] The PU gel layer 106 may have a height of 1 mm - 4 mm, preferably a height of 1.5
mm - 3.5 mm, more preferably a height of about 2 mm. This may be advantageous as this
layer thickness may be sufficient to provide a shock absorption effect required for
many types of sports grounds, e.g., a tennis court.
[0092] The primer layer 108 may have a height of 5 µm - 500 µm, preferably a height of 50
µm-300 µm, more preferably a height of 100 µm - 150 µm, more preferably a height of
50 µm - 100 µm.
[0093] In the embodiment of Figure 5 a floor pavement structure 500 is shown which is a
variation of the pavement structure of the embodiment of Figure 4 with the pavement
structure 500 further comprising layer 302 referred herein as "structure layer". The
structure layer 302 preferentially has a thickness of 100 mm - 2500 mm, 400 mm - 1500
mm, 800 mm to 1200 mm, e.g., 1000 mm. The structure layer is located between the gel
layer and the top PCM layers 101, 102. However, in another embodiment, (not shown)
the structure layer 302 may be provided between the gel layer and the barrier layer,
if any. The structure layer is a further polyurethane layer. Preferably, the polyurethane
in the structure layer is a none-foamed or moderately foamed PU layer. For example,
the PU of the structure layer can have a density of about 1.0 to 1.1 g/cm
3. The structure layer may improve the structural stability of the pavement structure
by ensuring that any mechanical pressure is distributed evenly on the gel layer 106.
Thus, the structure layer may prevent the gel layer 106 from being damaged by a high
mechanical pressure applied to a single small spot.
[0094] Although the illustrated embodiments of figures 1 to 5 illustrate only two PCM layers,
in some embodiments more than two PCM layers may be employed without departing from
the scope of the present invention. Employing multiple PCM layers may allow a more
gradual reduction of the amount of PCM in a direction from the outermost PCM layer
to the innermost PCM layer, thus further improving the overall utilization and effectiveness
of the PCM or PCMs employed for keeping the floor pavement structure within a desired
temperature range even in extreme sunny/warm weather or freezing weather.
[0095] The disclosed PCM structures are particularly suitable for hard floor courts using
concrete, asphalt, composites of asphalt, or composites of concrete substrates 110,
however, their application may not be limited to only such hard floor courts and may
be used in other types of floors for maintaining the floor surface within a desired
temperature range.
[0096] Suitable PCMs may be enclosed inside microcapsules having walls made from polymer
resins. For example, the walls of the microcapsules may be made of melamine resin,
or urea resin, or modified urea resin or any combinations thereof. Examples of suitable
PCMs include paraffin based PCMs. For example, the PCMs may comprise 50-65 % by weight
paraffin wax, and water 20-30 % by weight on a wet basis with the remainder being
the resin forming the walls of the microcapsules and the macrocapsules. On a dry basis
the water content may be closer to about 3 % by weight. By changing the particular
type of the paraffin wax the melting point of the PCMs may be modified. The paraffin
based PCMs may be encapsulated within a polymeric wall made from polymer resins such
as, for example, melamine resin and modified urea resin. For example, for the encapsulated
PCM the amount of the melamine resin may be 5 to 15 % by weight and of the modified
urea resin may be 0-10 % by weight based on the total weight of the PCM.
[0097] In some embodiments, the PCM may be formulated within a secondary supporting structure
of hydrophilic silica powder that keeps the PCM as a solid in its macroscopic form.
When the PCM structure gets exposed to heat during a hot day the PCM bound to the
secondary silica supporting structure melts, thus storing large amounts of heat and
keeping the floor surface cool. In the night time, or when the ambient temperature
falls, the PCM congeals thus releasing the latent heat associated with the phase change
process.
[0098] In the illustrated floor pavement structures, the first and second PCM layers 101
and 102 are formed to be the top layers of the floor pavement structures. It has been
found that adding a PCM in the sub-layers does not further substantially improve the
cooling of the pavement structure.
[0099] In some embodiments, at least one of the first and the second PCM layers may further
include a cushioning or shock absorption material that is mixed together with the
PCM to form the at least one of the first and the second PCM layers.
[0100] A pigment may also be added in the outermost PCM layer. For example, referring to
figure 1 a cushioning material may be mixed with the PCM or PCMs employed in the first
PCM layer 101 and a coloring material may be mixed together with the PCM or PCMs employed
in the second PCM layer 102. In yet another example, a cushioning material and a coloring
material may be mixed together with the PCM or PCMs to form the second PCM layer 102.
[0101] Referring now to figure 6 a flow chart of a method for constructing a floor pavement
structure 100 is provided as depicted, for example, in figure 1. In a first step 602,
a person or a machine applies a PU reaction mixture with the heat conductive material
mixed therein on top of a substrate 110, e.g., a concrete or an asphalt floor to form
the primer layer 108. For example, the PU reaction mixture may comprise graphite,
or graphene or a combination of the two in an amount of, for example, 10 % by weight
dispersed in the PU reaction mixture. The primer layer 108 is left to dry for a few
hours (e.g., 5 hrs) before applying the next layer on top of the primer layer 108.
[0102] After the formation of the primer layer 108, a first PCM layer 101 is applied in
step 606 on top of the primer layer 108 and is allowed to form and dry. After the
first PCM layer 101 has formed and dried, in step 610 a second PCM layer 102 is applied
on top of the first PCM layer. The first and second PCM layers function to cool the
floor pavement structure and, also, to seal the floor pavement structure 100, thereby
preventing rain from penetrating the floor pavement structure 100. The first and second
PCM top layers may be acrylic emulsions comprising the at least one PCM, at least
one pigment, sand, and optionally PU polymers. The sand gives the surface of the material
the rough feel and touch of a sandy court, e.g., a tennis court, whereby the sand
grains are firmly fixed in the hardened acrylic emulsion of the top layer.
[0103] By applying at least two PCM top layers may increase the amount of PCM added and
improve the cooling effect of the PCM. Also, different amounts of PCM may be used
in each of the top layers, thus improving the overall cooling effect of the PCM. Also,
more sand may be added to the pavement structure and may increase the surface roughness,
grip and robustness of the pavement structure.
[0104] Referring to figure 7, a variation of the method of figure 6 for making the floor
pavement structure 200 of figure 2 is illustrated. In this embodiment, in step 603
a filler mixture may be applied on the substrate 110 directly without forming a primer
layer. For asphalt substrates the filler layer may be applied directly on the asphalt
substrate. The filler mixture may include a heat conductive material in an amount
of 10 % by weight. Once the filler layer 109 is formed then steps 606 and 610 may
be repeated sequentially for forming the top PCM layers 101 and 102.
[0105] Referring to figure 8, another variation of the method of figure 6 for making the
floor pavement structure 300 of figure 3 is illustrated. In this embodiment, in step
603 the filler mixture may be applied on the primer layer 108 that was applied earlier
on the substrate 110 and has already hardened. Hence, in this embodiment of the method,
once the primer layer 108 is formed in step 602, the next step is step 603 for forming
the filler layer 109. For example, both a filler layer 109 and a primer layer 108
may be used when the substrate is concrete. In some embodiments, for an asphalt substrate
the filler layer may be applied directly on the asphalt substrate. Each of the primer
and the filler layers 108, 109 (see figure 3) may include a heat conductive material
in an amount of 10 % by weight on a dry basis. The applied filler mixture 109 is then
allowed to harden before the first and second PCM layers are formed in steps 606 and
610 respectively.
[0106] Optionally, when the primer layer 108 has dried, silica sand or other forms of granules
having the size of silica sand is applied on the primer layer for increasing the surface
roughness of the primer layer.
[0107] Referring now to figure 9, another variation of the method of figure 6 for making
the floor pavement structure 400 of figure 4 is illustrated. In this embodiment, in
step 604 a PU reaction mixture comprising a plasticizer is applied and allowed to
harden on the primer layer 108 that has been formed before according to step 602.
Then in steps 606 and 610 the first and second PCM layers are formed.
[0108] In some embodiments, the PCM may be formulated inside microcapsules and used as such
by mixing inside the PCM layers material.
[0109] In some embodiments, the PCM microcapsules may be contained inside larger capsules,
referred to as macrocapsules. Each macrocapsule may contain a plurality of microcapsules.
The macrocapsules may be easier to process. Making the macrocapsules is disclosed
in
US 6,835,334 to Davis et al. and includes providing a plurality of microcapsules comprising the PCM, and suspending
the plurality of microcapsules in a gelling agent solution thereby forming a suspension
of microcapsules in the gelling agent. The suspension is then added in a drop-wise
manner within a crosslinking solution for crosslinking the gelling agent to form discrete
macrocapsules. The formed macrocapsules are separated and dried to less than 1% moisture
to produce the PCM macrocapsules. Any suitable gelling agents may be used including,
for example, polysaccharides, nonionic polymers, inorganic polymers, polyanions and
polycations.
[0110] Examples of polysaccharides include alginate and natural ionic polysaccharides such
as chitosan, gellan gum, xanthan gum, hyaluronic acid, heparin, pectin and carrageenan.
[0111] Examples of suitable ionically crosslinkable polyanions include polyacrylic acid
and polymethacrylic acid. Ionically crosslinkable polycations such as polyethylene
imine and polylysine are also suitable. A specific example of a non-ionic polymer
is polyvinylalcohol. Sodium silicates are examples of useful inorganic polymers. The
crosslinking solution may typically comprise any suitable material capable of crosslinking
the gelling agent to form a crosslinked gelling agent. Typical crosslinking materials
include multivalent ions, in particular cations such as, for example, magnesium, calcium,
zinc, barium, strontium, aluminum, iron, manganese, nickel, cobalt, copper, cadmium,
lead, or mixtures of any 2 or more thereof. The crosslinking agent may be used in
an amount sufficient to crosslink the gelling agent as is known in the art.
[0112] The macrocapsules may be mixed with a carrier material that forms the bulk of the
PCM structure to form a PCM mixture and then the PCM mixture may be applied over the
heat conductive sub-layer to form the PCM layers. For the two-layer PCM structure
shown in figures 1 and 2 the PCM mixture may be applied twice. The two-step application
process for forming the first and second PCM layers is advantageous because it allows
adding an effective amount of PCM and easier processing. It also allows changing the
amount and type of PCM or PCMs as well the carrier material composition in each layer.
For example, in making the first PCM layer 101 the carrier material may be formulated
to provide a certain cushioning characteristic to the floor pavement structure 1,
while in making the second PCM structure layer 102 the carrier material may be selected
to provide a desired color and surface hardness to the floor coating.
[0113] Due to the coating thicknesses and application restraints, the macrocapsules may
have a particle size in the range of 200 to 800 micrometers (µm), preferably 200 to
400 micrometers, and more preferably 200 to 400 micrometers. The macrocapsules may
have a PCM content of at least 50% by weight, preferably at least 60 % by weight,
and more preferably 70 % by weight.
[0114] The size of the microcapsules may range from 1 to 100 micrometers, preferably from
1 to 80 micrometers, more preferably 10 micrometers to 50 micrometers. The microcapsules
may have a relatively high PCM amount, preferably at least 80 % by weight.
[0115] Suitable PCMs may include paraffinic hydrocarbons having 13 to 28 carbon atoms. The
melting point of a homologous series of paraffin hydrocarbons is directly related
to the number of carbon atoms.
[0116] Other suitable PCMs may include crystalline materials such as 2,2-dimethyl- 1,3-propanediol,
2-hydroxymethyl-2-methyl-1,3- propanediol, acids of straight or branched chain hydrocarbons
such as eicosanoic acid and esters such as methyl palmitate, and fatty alcohols.
[0117] Other suitable PCMs include the following commercially available ones from Microtek
Laboratories, Inc, under the tradename NEXTEK which are encapsulated PCMs in the form
of white powder of mean particle size of 15 to 30 micrometers and the following melting
points.
TRADENAME |
Melting Point |
NEXTEK37 |
37 °C (± 2 °C) |
NEXTEK32 |
32°C (± 2 °C) |
NEXTEK43 |
43 °C (± 2 °C) |
NEXTTEK6 |
6°C (± 2 °C) |
NEXTTEK18 |
18°C (± 2 °C) |
NEXTTEK24 |
24°C (± 2 °C) |
NEXTTEK 37 |
37°C (± 2 °C) |
NEXTTEK57 |
57°C (± 2 °C) |
[0118] Other suitable PCMs of paraffin wax base or hydrated salt base are available from
Phase Change Material Product Ltd, a UK company under the tradename PLUSICE in the
form of dry powder and various melting points.
Examples
Example 1
[0119] A floor pavement structure according to figure 4 with a concrete substrate comprised
first and second PCM layers 101 and 102 having the same type and amounts of PCM (PCM_1,
PCM_2) as per the following wet base compositions.
First Top PCM layer composition (liquid state) |
Acrylic latex solution (dry matter: 60%) |
21% |
Water |
19% |
Chalk |
32 % |
Thickener (Xanthan Gum) |
17% |
Further additives (fungicides, etc.) |
4 % |
PCM_1 |
7% |
Second Top PCM layer composition (liquid state) |
Acrylic latex solution (dry matter: 60%) |
21% |
Water |
19% |
Chalk |
32 % |
Thickener (Xanthan Gum) |
17% |
Further additives (fungicides, etc.) |
4 % |
PCM_2 |
7% |
[0120] When the PCM layers are dried and the water has evaporated, the weight component
of the PCM layers consisted of the filler material (chalk), the thickener, further
additives and the PCM. The fraction of acrylic latex in the PCM layers was comparatively
small.
[0121] The primer layer comprised about 60 % of a PU prepolymer, about 22% of solvent naphtha
(Mixtures of light aromatic hydrocarbons obtained from coal tar or petroleum), about
8% of propylene glycol methyl ether acetate (PGMEA, 1-methoxy- 2-propanol acetate)
(an adhesive), and about 10% graphite, wherein all percentages refer to weight percentages.
[0122] In a variation of example 1, for the primer layer a water based acrylic emulsion
was used mixed in water with a composition comprising about 60 % carboxylated styrolbutadiene
resin, about 20 % water, about 10% of propylene glycol methyl ether acetate and about
10 % graphene, wherein all percentages refer to weight percentages.
[0123] In Example 1, the same PCM (referred to as PCM_1 and PCM_2) was used in the first
and second PCM layers 101 and 102. The PCM comprised three PCM1, PCM2, and PCM3 as
per the following table. The PCMs were selected to have staggered melting points in
the desired range of from 24°C to 37°C. The PCMs were encapsulated in macrocapsules
having a size of 300 micrometers, each microcapsule comprising a plurality of microcapsules
of the three PCMS. The three PCMs used and their melting point were as follows:
PCM1 |
PCM1 |
PCM2 |
PCM3 |
TRADENAME |
NEXTTEK24 |
NEXTEK32 |
NEXTEK37 |
MELTING POINT (°C) |
24 |
32 |
37 |
[0124] The barrier layer 103 had the following composition:
Barrier layer composition (liquid state) |
Acrylic latex solution (dry matter: 60%) |
66 % |
Water |
22 % |
Ethylene glycol (compatibilizer) |
1% |
Further additives (fungicides, etc.) |
11% |
[0125] The PU gel layer comprised a PU matrix and a plasticizer incorporated in the cells
of the forming PU polymer matrix by whisking the liquid plasticizer into the polyurethane
reaction mixture or into one of the components of the reaction mixture, e.g., the
polyol component a polypropylene glycol having an average molecular weight ranging
of about 3000. The PU formulation comprised an MDI based NCO terminal prepolymer,
produced from an isomeric mixture of 2,4'; 4,4' and 2,2' MDI monomer based prepolymer
with an NCO content of 10 weight % with 2,2 MDI of about 20 weight %. The process
of making the PU gel layer is disclosed in
EP3342930A1 of Advanced Polymer Technologies Corporation.
Example 2
[0126] In Example 2 the same PCM as in Example 1 was used but in different amounts in each
of the first and second PCM layers. The same PCM cooling structure as in example 1
using the same three PCMs was applied on a concrete substrate but the total amount
of the PCM_1 in the first and second PCM layers 101 and 102 was 7 % by weight and
10 % by weight, respectively, on a wet basis. An improvement in the cooling effect
was observed.
Example 3
[0127] In Example 3 the same PCM cooling structure as in example 1 was applied on a concrete
substrate but no graphite was added in the primer layer 108. A significant drop in
the cooling effect was observed.
Example 4
[0128] In Example 4 the same PCM cooling structure as in figure 4 was used with the same
PCM layers 101, 102 and primer layer 108 as in Example 1 but without a PU gel layer
106 or a barrier layer 108. Excellent cooling was observed.
Examples 5, 6 and 7
[0129] In Examples 5, 6 and 7 a floor pavement structure was formed as in example 1 except
that in each of these examples a different combination of three PCMs were used as
shown in the following table.
|
EX. 5 |
EX. 6 |
EX. 7 |
PCM1 |
NEXTTEK24 (MP:24 °C) |
NEXTTEK18 (MP:18 °C) |
PLUSICE S15 (MP: 15 °C) |
PCM2 |
NEXTTEK37 (MP:37 °C) |
NEXTTEK24 (MP:24 °C) |
PLUSICE S18 (MP:18 °C) |
PCM3 |
NEXTTEK43 (MP:43 °C) |
NEXTTEK32 (MP:32 °C) |
PLUSICE S20 (MP: 20 °C) |
[0130] The PLUSICE S15, S18, and S20 are oleophilic paraffin hydrated salts commercially
available from Change Material Product Ltd. Company.
[0131] To overcome processing issues, encapsulated PCMs with suitable melt points were selected
which are in powder form of small, micron-size particles. Such encapsulated PCMs allow
processing using existing dispersing techniques during the compounding and preparation
of the various layer compositions.
[0132] Also, the application rate controlling the wet film thickness of the texturized water-based
PCM layers (topcoats) is at least controlled (e.g., metered) by the particle size
distribution of the aggregate materials used. Thus, the encapsulated PCM particle
size was selected to prevent adverse changes to the application thickness of the PCM
layers.
[0133] The above examples showed that the addition of the encapsulated PCM's into the topcoat,
and addition of graphite/graphene into the primer layer requires no additional dispersion
technology or processing change, beyond changes to the masterbatch (MB) thickener
and colourant loadings, for rheology and colour adjustment, respectively. Also, no
adverse effects were observed on interlayer or substrate adhesion.
[0134] Although the invention has been described in reference to specific embodiments, it
should be understood that the invention is not limited to these examples only and
that many variations of these embodiments may be readily envisioned by the skilled
person after having read the present disclosure.
List of reference numerals
[0135]
- 100, 200, 300, 400 and 500
- floor pavement structure
- 101, 102
- PCM layers
- 103
- Barrier layer
- 106
- PU Gel layer
- 108
- Heat conductive sub-layer - primer layer
- 109
- Heat conductive sub-layer - filler layer
- 212
- PU matrix
- 214
- Oil
- 302
- structure layer
- 602
- Step
- 603
- Step
- 604
- Step
- 606
- Step
- 610
- Step
1. A floor pavement structure (100, 200, 300, 400, 500) comprising:
a top layer (102),
a plurality of sub-layers comprising at least one heat conductive sub-layer (108,
109) comprising a heat conductive material,
wherein the plurality of sub-layers are disposed between the top layer and a substrate
(110).
2. The floor pavement structure (100, 200, 300, 400, 500) of claim 1 wherein the top
layer comprises at least one PCM layer comprising a first and a second PCM layers
(101, 102), the second PCM layer (102) being disposed on the first PCM layer (101);
wherein the first PCM layer (101) comprises at least one first PCM,
wherein the second PCM layer (102) comprises at least one second PCM.
3. The floor pavement structure of claim 2,
wherein the at least one first and second PCMs are dispersed within first and second
acrylic materials, respectively,
wherein the heat conductive material is dispersed within a polyurethane (PU) or an
acrylic resin material, and
wherein the heat conductive material comprises graphite, graphene, or a combination
thereof.
4. The floor pavement structure of claims 2 or 3, wherein the at least one first and
second PCMs are the same or different and have a melting point from 15 °C to 45 °C,
preferably 25 °C to 40 °C, and more preferably 25 °C to 37 °C, and
the amount of the PCM in the first PCM layer (101) is at least 5.0 %, in particular
10 to 30 %, and more in particular 10 to 25 % less than the amount of the PCM in the
second PCM layer (102).
5. The floor pavement structure of claims 2 to 4,
wherein the at least one heat conductive sub-layer (108, 109) includes a primer layer
(108) or a filler layer (109) or a combination thereof,
wherein the amount of the graphene or the graphite or of the combination of graphene
and graphite is from 6.0 to 24 % by weight in particular from 7.0 to 17.0 % by weight,
and more in particular from 10.0 to 14.0 % by weight based on the total weight of
the heat conductive sub-layer on a dry basis,
wherein the at least one PCM layer comprises from 5.0 to 12.5 % by weight, in particular
from 6.0 to 10.0 % by weight, and more in particular from 7.0 to 9.0 % by weight based
on a total weight of the at least one PCM layer on a dry basis,
wherein the at least one top layer has a height of 200 µm to 800 µm, in particular
400 µm to 600 µm, and more in particular 450 µm to 550 µm, and
wherein the heat conductive sub-layer has a height of 5 µm - 500 µm, 50 µm-300 µm,
preferably 100 µm - 150 µm.
6. The floor pavement structure of any of the preceding claims, wherein the graphene
or graphite or the combination of graphene and graphite in the at least one heat conductive
sub-layer is from 11.0 to 12.0 % by weight based on the total weight of the heat conductive
sub-layer on a dry basis.
7. The floor pavement structure of any of the claims 2 to 6,
wherein each of the at least one first PCM and the at least one second PCM are the
same PCM and are used in the same amount.
8. The floor pavement structure of any of the preceding claims, wherein the plurality
of sub-layers further comprises a PU gel layer (106), a barrier layer (103), and optionally
a structure layer (302),
the PU gel layer comprises a solid polyurethane polymer matrix and a liquid plasticizer,
the liquid plasticizer being a vegetable oil or a derivative of vegetable oil or a
mixture of a vegetable oil and a derivative of vegetable oil,
wherein the barrier layer (103) is disposed between the PU gel layer and the at least
one PCM layer,
wherein the structure layer (302) is disposed between the at least one heat conductive
sub-layer and the top layer (102), and
wherein the PU gel layer (106) is disposed between the at least one heat conductive
sub-layer and the top layer.
9. The floor pavement structure of any of the claims 5 to 8,
wherein there is no PCM in any of the plurality of sub-layers,
wherein the substrate comprises concrete, asphalt, sand, stone, wood, or clay, preferably
concrete or asphalt,
wherein the barrier layer (302) has a height of 5 µm - 300 µm, preferably a height
of 20 µm-200 µm, more preferably a height of 50 µm - 100 µm; and
the gel layer (106) has a height of 1 mm - 4 mm, preferably 1.5 - 3.5 mm, and more
preferably about 2 mm.
10. The floor pavement structure of any one of the claims 2 to 9,
wherein the at least one first PCM and the at least one second PCM are paraffin-based
materials comprising 50-65 wt% paraffin wax, and are preferably encapsulated inside
microcapsules or macrocapsules, each macrocapsule containing a plurality of microcapsules,
and/or
the at least one first PCM and the at least one second PCM contain a PCM within a
secondary supporting structure of hydrophilic silica powder that keeps the PCM solid
in its macroscopic form,
wherein the macrocapsules have a particle size of 200 to 800 micrometers, preferably
200 to 400 micrometers, and more preferably 200 to 400 micrometers, and
wherein the microcapsules have a particle size of 15 to 30 micrometers.
11. The floor pavement structure of any of the preceding claims,
wherein the heat conductive material is a nano-graphite composite with the content
of nano-graphite ranging from 5.0 to 15.0 % by weight, in particular 8.0 to 12.0 %
by weight, and more in particular 9.0 to 11.0 % by weight based on the total weight
of the heat conductive sub-layer PCM composition, and
wherein the thermal conductivity increases gradually with the content of the nano-graphite.
12. A method of constructing a floor pavement structure, the method comprising:
applying (602) a first reaction mixture comprising a heat conductive material dispersed
therein on top of a substrate (110) and letting the applied reaction mixture to form
a heat conductive sub-layer; and
after the formation of the heat conductive sub-layer (108, 109), forming a top layer
over the heat conductive sub-layer,
wherein the heat conductive material comprises graphite, graphene or a combination
thereof.
13. The method of claim 12 wherein the forming of the top layer includes forming a first
PCM layer (101) containing at least one first PCM over the heat conductive sub-layer
(606);
after the formation of the first PCM layer (101), forming a second PCM layer (102)
containing at least one second PCM over the first PCM layer (610).
14. The method of claim 13,
wherein the first reaction mixture is a PU reaction mixture and the heat conductive
sub-layer is a primer or a filler layer;
wherein the forming of the first PCM layer (606) includes applying a first acrylic
emulsion containing the at least one first PCM and letting the applied first acrylic
emulsion to form the first PCM layer over the primer layer;
wherein the forming of the second PCM layer (610) includes applying a second acrylic
emulsion containing the at least one second PCM and letting the applied second acrylic
emulsion to form the second PCM layer over the first PCM layer.
wherein the at least one first and second PCMs are the same or different and have
a melting point from a melting point from 15 °C to 45 °C, preferably 25 °C to 40 °C,
and more preferably 25 °C to 37 °C, and
the amount of the PCM in the first PCM layer (101) is at least 5.0 %, in particular
10 to 30 %, and more in particular 10 to 25 % less than the amount of the PCM in the
second PCM layer (102).
15. The method of claims 12 to 14, further comprising,
after the heat conductive sub-layer is formed and before forming the first PCM layer
(101), applying a reaction mixture of a PU matrix (212) and a liquid plasticizer (214)
on the heat conductive sub-layer (108, 109) and letting a PU gel layer (106) form
with the plasticizer within the PU gel layer, and
after the forming of the PU gel layer (106) is completed, applying a barrier layer
(103) on top of the PU gel layer (106);
wherein the application of the first PCM layer (101) is applied on the barrier layer
(103).
Amended claims in accordance with Rule 137(2) EPC.
1. A floor pavement structure (100, 200, 300, 400, 500) comprising:
- a top layer (102) comprising a first and a second phase change material - PCM -
layer (101, 102), the second PCM layer (102) being disposed on the first PCM layer
(101);
- wherein the first PCM layer (101) comprises at least one first PCM,
- wherein the second PCM layer (102) comprises at least one second PCM;
- wherein the at least one first and second PCMs are different and have a melting
point from 15 °C to 45 °C; and/or
- the amount of the PCM in the first PCM layer (101) is at least 5.0 %, in particular
10 to 30 %, and more in particular 10 to 25 % less than the amount of the PCM in the
second PCM layer (102);
- a plurality of sub-layers comprising at least one heat conductive sub-layer (108,
109) comprising a heat conductive material,
- wherein the plurality of sub-layers are disposed between the top layer and a substrate
(110).
2. The floor pavement structure of claim 1,
- wherein the at least one first and second PCMs are dispersed within first and second
acrylic materials, respectively,
- wherein the heat conductive material is dispersed within a polyurethane (PU) or
an acrylic resin material, and
- wherein the heat conductive material comprises graphite, graphene, or a combination
thereof.
3. The floor pavement structure of claims 1 or 2, wherein the at least one first and
second PCMs have a melting point from 25 °C to 40 °C, and more preferably 25 °C to
37 °C.
4. The floor pavement structure of any one of the preceding claims,
- wherein the at least one heat conductive sub-layer (108, 109) includes a primer
layer (108) or a filler layer (109) or a combination thereof,
- wherein the amount of the graphene or the graphite or of the combination of graphene
and graphite is from 6.0 to 24 % by weight in particular from 7.0 to 17.0 % by weight,
and more in particular from 10.0 to 14.0 % by weight based on the total weight of
the heat conductive sub-layer on a dry basis,
- wherein the at least one PCM layer comprises from 5.0 to 12.5 % by weight, in particular
from 6.0 to 10.0 % by weight, and more in particular from 7.0 to 9.0 % by weight based
on a total weight of the at least one PCM layer on a dry basis,
- wherein the at least one top layer has a height of 200 µm to 800 µm, in particular
400 µm to 600 µm, and more in particular 450 µm to 550 µm, and
- wherein the heat conductive sub-layer has a height of 5 µm - 500 µm, 50 µm - 300
µm, preferably 100 µm - 150 µm.
5. The floor pavement structure of any of the preceding claims, wherein the graphene
or graphite or the combination of graphene and graphite in the at least one heat conductive
sub-layer is from 11.0 to 12.0 % by weight based on the total weight of the heat conductive
sub-layer on a dry basis.
6. The floor pavement structure of any one of the preceding claims,
- wherein each of the at least one first PCM and the at least one second PCM are the
same PCM and are used in the same amount.
7. The floor pavement structure of any of the preceding claims,
- wherein the plurality of sub-layers further comprises a PU gel layer (106), a barrier
layer (103), and optionally a structure layer (302),
- the PU gel layer comprises a solid polyurethane polymer matrix and a liquid plasticizer,
the liquid plasticizer being a vegetable oil or a derivative of vegetable oil or a
mixture of a vegetable oil and a derivative of vegetable oil,
- wherein the barrier layer (103) is disposed between the PU gel layer and the at
least one PCM layer,
- wherein the structure layer (302) is disposed between the at least one heat conductive
sub-layer and the top layer (102), and
- wherein the PU gel layer (106) is disposed between the at least one heat conductive
sub-layer and the top layer.
8. The floor pavement structure of any of the claims 4 to 7,
- wherein there is no PCM in any of the plurality of sub-layers,
- wherein the substrate comprises concrete, asphalt, sand, stone, wood, or clay, preferably
concrete or asphalt,
- wherein the barrier layer (302) has a height of 5 µm - 300 µm, preferably a height
of 20 µm-200 µm, more preferably a height of 50 µm - 100 µm; and
- the gel layer (106) has a height of 1 mm - 4 mm, preferably 1.5 - 3.5 mm, and more
preferably about 2 mm.
9. The floor pavement structure of any one of the preceding claims,
- wherein the at least one first PCM and the at least one second PCM are paraffin-based
materials comprising 50-65 wt% paraffin wax, and are preferably encapsulated inside
microcapsules or macrocapsules, each macrocapsule containing a plurality of microcapsules,
and/or
- the at least one first PCM and the at least one second PCM contain a PCM within
a secondary supporting structure of hydrophilic silica powder that keeps the PCM solid
in its macroscopic form,
- wherein the macrocapsules have a particle size of 200 to 800 micrometers, preferably
200 to 400 micrometers, and more preferably 200 to 400 micrometers, and wherein the
microcapsules have a particle size of 15 to 30 micrometers.
10. The floor pavement structure of any of the preceding claims,
- wherein the heat conductive material is a nano-graphite composite with the content
of nano-graphite ranging from 5.0 to 15.0 % by weight, in particular 8.0 to 12.0 %
by weight, and more in particular 9.0 to 11.0 % by weight based on the total weight
of the heat conductive sub-layer PCM composition, and
- wherein the thermal conductivity increases gradually with the content of the nano-graphite.
11. A method of constructing a floor pavement structure, the method comprising:
- applying (602) a first reaction mixture comprising a heat conductive material dispersed
therein on top of a substrate (110) and letting the applied reaction mixture to form
a heat conductive sub-layer; and
- after the formation of the heat conductive sub-layer (108, 109), forming a top layer
over the heat conductive sub-layer, the top layer comprising a first and a second
phase change material - PCM - layer (101, 102), the second PCM layer (102) being disposed
on the first PCM layer (101);
- wherein the first PCM layer (101) comprises at least one first PCM,
- wherein the second PCM layer (102) comprises at least one second PCM;
- wherein the at least one first and second PCMs are different and have a melting
point from 15 °C to 45 °C; and/or
- the amount of the PCM in the first PCM layer (101) is at least 5.0 %, in particular
10 to 30 %, and more in particular 10 to 25 % less than the amount of the PCM in the
second PCM layer (102);
- wherein the heat conductive material comprises graphite, graphene or a combination
thereof.
12. The method of claim 11 wherein the forming of the top layer includes forming a first
PCM layer (101) containing at least one first PCM over the heat conductive sub-layer
(606);
- after the formation of the first PCM layer (101), forming a second PCM layer (102)
containing at least one second PCM over the first PCM layer (610).
13. The method of claim 12,
- wherein the first reaction mixture is a PU reaction mixture and the heat conductive
sub-layer is a primer or a filler layer;
- wherein the forming of the first PCM layer (606) includes applying a first acrylic
emulsion containing the at least one first PCM and letting the applied first acrylic
emulsion to form the first PCM layer over the primer layer;
- wherein the forming of the second PCM layer (610) includes applying a second acrylic
emulsion containing the at least one second PCM and letting the applied second acrylic
emulsion to form the second PCM layer over the first PCM layer.
- wherein the at least one first and second PCMs have a melting point from a melting
point from 15 °C to 45 °C, preferably 25 °C to 40 °C, and more preferably 25 °C to
37 °C.
14. The method of claims 11 to 13, further comprising,
- after the heat conductive sub-layer is formed and before forming the first PCM layer
(101), applying a reaction mixture of a PU matrix (212) and a liquid plasticizer (214)
on the heat conductive sub-layer (108, 109) and letting a PU gel layer (106) form
with the plasticizer within the PU gel layer, and
- after the forming of the PU gel layer (106) is completed, applying a barrier layer
(103) on top of the PU gel layer (106);
- wherein the application of the first PCM layer (101) is applied on the barrier layer
(103).